Replacement of existing plate Girder with new steel plate Girder at Br. No.66 K UP (3x18.30 M PG) between KOI-SBRA under the jurisdiction of SSE/Bridge/SDL in Bilaspur Division.

A-Execution of all works connected with above work covered

B-Execution of all works connected with above work covered Above/

C-Execution of all works connected with above work covered Above/

D-Execution of all works connected with above work covered Above/

E-Execution of all items connected with above work covered Above/

F-Execution of all items connected with above work covered Above/

G-Execution of all items connected with above work covered Above/

S.E.C.Railway except covered under item No 041080 and 195043 of USSOR-2021

Item- 1 USSOR-2021

S No. Item Description of Item Unit Qty Rate Amount

Earthwork in cutting in formation, trolley

refuges, side drains, level crossing approaches,

platforms, catch water drains, diversion of

nallah & finishing to required dimension and

slopes to obtain a neat appearance to standard

profile inclusive of all labour, materials, plant &

machinery, leading all cut spoils either to make

spoil dumps or for filling in embankment with

leads within 2 km on either side of edge of the

cutting(s) including all lifts, ascent, descent,

loading, unloading, bailing & pumping out

water, if required, clearance of site and all

other works incidental thereto for completing

the work as per RDSO Specification No.

RDSO/2020/GE: IRS-0004 with latest updated

correction slips and to the satisfaction of the

Engineer-in-Charge. Note: (i) All usable earth

arising from cut spoils shall be led into bank

formation and Unusable spoils shall be dumped

/ stacked away from toe of embankment. (ii) All

hard rock /and boulders not fit for filling will be

stacked by the contractor and will be property

of the Railways. (iii)Cut trees shall be property

of Railways and to be deposited in the railway

godown unless specified otherwise in the

Conditions of Contract.

Providing and laying in position Plain cement

concrete of specified Nominal Mix for

miscellaneous works like side drains,

foundation for OHE masts and other

miscellaneous structures excluding the cost of

Cement, centering and shuttering - All work up

to plinth level :

graded stone aggregate 20 mm nominal size)

SECR HQ-ENGG/SOUTH EAST CENTRAL RLY

Providing and laying in position machine

batched, machine mixed and machine vibrated

Cement Concrete of specified grade as per

approved Design Mix (mixed in Mobile

Concrete Batching/Mixing Plant at site or RMC

from approved plants) using 20mm graded

crushed stone aggregate and coarse sand of

approved quality for the following Reinforced

cement concrete structural elements up to

height of 9.0 m from foundation top level,

including finishing, using Plasticiser in

approved proportions (as per IS:9103), to

modify workability without impairing strength

and durability complete as per specifications

and direction of the Engineer in charge. Note:

1. Payment for cement, reinforcement and

shuttering shall be made extra under relevant

item. 2. Plasticiser shall invariably be used in

approved proportion to increase workability

with minimum possible quantity of cement for

all grade of Design Mix Concrete unless it is

specifically approved citing reasons for not

using plasticiser at the stage of Mix Design and

in that case deduction shall be made as per

Supply and using Cement at Worksite

4 025073 Pozzolana Portland Cement approved MT 2.00 7847.94 15695.88

Supply of steel reinforcement of approved

brands/makes for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete.

6 041020 Supplying and fixing HSFG bolts of any dia and Kg 1500.00 194.42 291630.00

any length with suitable nuts including DTI

washers conforming to IRS-B1-2001 for bridges

a n d steel structures with contractors labour,

tools and plants and lead and lift etc.,

Assembling and erection of fabricated Steel

girders on bearings at site with crane/derrick /

any other approved means at site on sub

structure with labour, equipment, T&P

including site bolting with all temporary

arrangements, scaffolding etc. with contractors

design and scheme for longitudinal

launching/side slewing (not requiring traffic

block) approved by Railway. Rate includes

drifts, service bolts, Holding down bolts etc. as

per drawings. Note: Payment for HSFG bolts

used if any will be made separately under

7 041031 Plate Girder/Semi Through Girder /Composite MT 80.00 15705.70 1256456.00

Girder more than 12.2 m span

SECR HQ-ENGG/SOUTH EAST CENTRAL RLY

Removing of existing bed plate from existing

bed block, supply, fabrication and erection of

new bed plate of approved sizes in exact

position over bed block of pier/abutments by

giving full and even bearing, setting them on

the layer of free flow non-shrinkable grouting

compound, scrapping or chipping of bed block,

if required, fabrication and fixing of holding

down HTS bolts of suitable sizes along with

nuts, washers etc., drilling holes of required

size, grouting of holes by epoxy mortar after

fixing holding down bolts. Total work to be

done during traffic block. Cost of holding down

HTS bolts shall be paid extra under relevant

item for supply of HTS holding down bolts.

9 041294 Supply of HTS holding down bolts with nuts, Kg 59.00 113.15 6675.85

10 051010 Providing and laying boulders apron on river cum 70.00 1909.65 133675.50

bed for protection against scour with stone

boulders weighing not less than 35 kg each

with voids filled with spalls complete as per

drawing and Technical Specification.

Providing & laying non pressure NP-4 Class

RCC pipe with collars, jointing with 1:2 cement

and ordinary sand mortar including testing of

joints, but excluding earthwork with all labour

and material as a complete job. Cement for

mortar will be paid separately.(Pipes of

600mm dia and above will be laid using

Providing lighting arrangements with halogen

lamps on and around machine during machine

working in night time blocks, with contractor's

generator, consumables, all necessary

electrical fittings, operators etc. Note: 1.

Lighting arrangement is to be provided as per

advance planning of Night Blocks and written

communication. 2. In case lighting

arrangement is made available but not used

due to non-availability of block, payment @

60% of the item rate shall be made. 3. In place

of Halogen, LED lamps of equal lumen capacity

may be used with the approval of Engineer -in-

Charge. 4. If lighting arrangement fails during

block, recovery shall be made twice the rate

14 195020 Fabrication & supply of Galvanized H-beam MT 25.00 139036.01 3475900.25

Sleepers made out of the materials confirming

to IS 2062 of standard Rolled sections as per

approved drawing Nos RDSO/B/1636/4/R,5&9

complete and as directed by Engineer-in

charge. Note: Cost of steel fittings and GRSP

shall be paid separately.

15 195030 Supply of 25mm thick new rubber pads of Each 250.00 325.40 81350.00

RDSO drawing no B/1636/I/R2 from approved

sources of RDSO and replacement with old

crushed rubber pads of 10mm thickness and

fixing by approved adhesive on steel channel

sleepers on bridges complete, as directed by

Engineer In-charge.

16 201010 Manufacture and supply of Hook Bolt 28mm Kg 550.00 107.30 59015.00

dia. & 320mm long as per RDSO Drg. no. BA-

1636/I/R2 from RDSO approved sources

SECR HQ-ENGG/SOUTH EAST CENTRAL RLY

17 201020 Manufacture & supply of 10mm thick Grooved Set 125.00 399.58 49947.50

Rubber Pads as per drg. No. RDSO/T-5199 &

RDSO's Spec. no. IRS-T-47-2006 (Prov.) from

RDSO approved sources with all contractor's

lead, lift, labour, tools, plant and transportation

etc. complete as instructed by Engineer in-

charge. Note: One set constitutes two nos.

18 201070 Manufacture, supply & fixing of galvanised Set 125.00 2233.43 279178.75

steel fittings of insulated galvanised steel

channel sleeper for 52Kg running rails & 52

Kg/90R Guard Rail as per RDSO drawing no.

RDSO/T-5197 to 5200 with up-to-date

correction slips and specifications from RDSO

approved sources with all contractor's lead, lift,

labour, tools, plant, transportation etc.

complete and instructions of Engineer in-

Hiring of machinery for minor miscellaneous

works for short duration including

operator/driver, fuel, lubricants and

consumable. The contractor shall arrange all

statutory permits as required by rules and

regulations prevailing in the area of work.

Payment shall be made for actual working

19 211201 JCB Backhoe Loaders 3DX Plus or similar with Hour 100.00 779.48 77948.00

minimum 1.10 cum bucket capacity

Schedule B-Execution of all works connected with above work covered under item No.041080 only

Item- 2 USSOR-2021

S No. Item Description of Item Unit Qty Rate Amount

1 041080 Supplying, Fabricating and fixing access MT 13.00 102400.15 1331201.95

ladders, inspection platforms, Trolley refuges

etc., on bridges with structural steel

conforming to IS:2062 including welding /

bolting, priming painting with one coat of

ready mixed paint of Zinc Chromate (IS:104)

with DFT of 25-30 microns followed by one

coat of Zinc Chrome Red Oxide (IS:2074) with

DFT of 25 microns with all material, labour, T&P

as a complete job. Note: Painting shall be paid

separately under relevant item.

Schedule C-Execution of all works connected with above work covered under item No.195043 only

Item- 3 USSOR-2021

S No. Item Description of Item Unit Qty Rate Amount

Supplying & fixing of Anti-Skid MS / Stainless

Steel chequered plates on un- ballasted deck

bridge as per approved drawings, with

matching grade stainless steel fasteners as

directed by Engineer-in- Charge, on new bridge

or replacement of existing chequered plates on

old bridge including removal of old chequered

plates and stacking near approaches of bridge,

clear from all infringement. Note: Joints of

chequered plates shall not fall in between

SECR HQ-ENGG/SOUTH EAST CENTRAL RLY

1 195043 Anti-Skid Stainless Steel chequered plate Kg 4800.00 222.53 1068144.00

conforming to latest IS: 6911, ISS Symbol 409

M, minimum 6mm thick (excluding bead

height) with flat bottom and top pattern

conforming to IS: 3502, 1A with bead height of

minimum 0.8 mm - on New Bridges as per

Schedule Schedule D-Execution of all works connected with above work covered under CPWD-DSR-2021

Item- 4 CPWD DSR-2021

S No. Item Description of Item Unit Qty Rate Amount

16.0 ROAD WORK

16.3 Supplying and stacking at site.

Schedule Schedule E-Execution of all items connected with above work covered under Schedule-E

Item- 5 N.S Items

S No. Item Description of Item Unit Qty Rate Amount

1 1 Fabrication, supply, transporting of 03 Nos. MT 80.00 127000.00 10160000.00

Plate Girder with Metalizing (03 No Plate Girder

of 18.3M) as per RDSO's drawing complete

with contractor materials confirming to E250

(Fe 410 B IS- 2062 Gr-B0) and as per Indian

Railway's standard specification for fabrication

of steel bridge i. e. B-1/2000 as corrected up to

date including all cost of material, shop rivets,

fuel, labour, MS bolt, nuts, tools & pants etc.

and all taxes in vogue including loading &

unloading, lead, lift, ascent, descent,

contractor staging, other temporary

arrangement etc. Note: Fabrication of Girder to

be done By RDSO approved vendor only.

Schedule Schedule F-Execution of all items connected with above work covered under Schedule-F

Item- 6 N.S Items

S No. Item Description of Item Unit Qty Rate Amount

1 1 Preparation & Proof checking of Drawing and Each 1.00 560000.00 560000.00

Design calculation from Govt. Engineering Bridge

Institute (NIT/IIT) for launching of Bridge. No.

66 K UP (3x18.3M) as per RDSO Drawing.

Schedule Schedule G-Execution of all items connected with above work covered under Schedule-G

Item- 7 N.S Items

S No. Item Description of Item Unit Qty Rate Amount

SECR HQ-ENGG/SOUTH EAST CENTRAL RLY

1 1 Launching of new fabricated steel girders of MT 105.00 17500.00 1837500.00

railway with contractors own arrangement duly

dismantling the existing track on girders,

cutting of H.D. Bolts, removal of existing bed

plates/ bearings and placing the girders in

proper level and alignment on new bearing

along with complete assembly as per approved

DRG with all other temporary arrangement as

required i.e. using C.C. cribs/ sleepers,

scaffolding/ launching nose all lead, lift, tools,

plates, machineries, labour, taxes etc. and as

directed by the Engineer at site. Launching, re-

linking of track over the girder after launching

of girders, lifting of existing girders to be done

to required height before launching to maintain

the same rail level of the new and old girders

with contractors required capacity jacks, tools,

plants, wooden packing planks, wooden blocks,

labour and alignment as per approved DRG.

NOTE:-(a) Launching shall only commence on

approval of the launching scheme by

competent authority. ( b) The above work shall

be planned in a suitable traffic cum power

block. (C) Capacity of Cranes & nos. of cranes

to be deployed should be as per approved

launching scheme. (d) Launching work will be

carried out in 1 stage in one day.

2 2 De-launching of the existing girders including MT 80.00 17500.00 1400000.00

dismantling of C.C.Cribs/ wooden cribs with

contractors complete arrangement of labour,

tools & plats, machineries, equipment, lead,

lift, taxes and all other incidental charges and

stacking the same at suitable place in descent

manner. NOTE:- (a) Delaunching shall only

commence on approval of the launching

scheme by competent authority. (b) The above

work shall be planned in a suitable traffic cum

power block. ( c ) Capacity of Cranes & nos. of

cranes to be deployed should be as per

approved launching scheme (d) De-launching

work will be carried out in 1 stage in one day.(

e) Released girders after de-launching to be

kept on bridges approach or shall be loaded on

railway wagons at contractors cost as directed

by the engineer at site.